shear test - Globe Thesis

Keyword [shear test] Result: 101 - 120 \| Page: 6 of 7
101.	Macro-micro Analysis Based On The Damage Characteristics Of Standard Joint Shear Test
102.	Study On Shear Strength Characteristics Of Mud-sandstone Heterostructure In The Three Gorges Reservoir Area
103.	Shear Characteristics Of Granite Under Thermal-mechanical Coupling
104.	Formation Mechanism And Evolution Process Of Jurassic Bedding Landslides
105.	Investigation On Out-of-Plane Shear Fatigue Properties Of 3D Woven Composite Materials
106.	Research On Shear Mechanism And Strength Analysis Method Of Rock-concrete Interface
107.	Study On Characteristics Of Compression-shear Seepage In A Single Connectedness Fracture Rock Mass
108.	Study On The Characteristic Strength And Strength Recovery Characteristics Of The Slippery Soil In Sanmenxia
109.	Effect Of Particle Shape On Engineering Mechanical Properties And Micromechanical Properties Of Sandy Cobble Soil
110.	Experimental Study On Shear Strength Criterion Of Rock Joints Considering The Influence Of Shear Direction
111.	Study On Shear Mechanical Characteristics Of Interface Between Frozen-Thawed Gravel Soil And Structure
112.	Study Of Slip Zone Evolution Characteristics Of Loess Landslides Based On Ring Shear Test
113.	Study On Roughness Evaluation Method Of Rock Mass Discontinuities
114.	Analysis Of Soil Reinforcement By Root Based On Representative Volume Element Homogenization Method
115.	Study On Shear Strength Of Hydrophilic Polyurethane Modified Pisha Sandstone Interface Under Dry-wet And Freeze-thaw
116.	Study On Mechanical Properties And Failure Characteristics Of Loess-Red Clay Contact Interface
117.	Experimental Study On High-speed Shear Rheological Properties Of Brittle Granular Flow
118.	Sliding Mechanical Properties Of Fault Gouge Based On The Analysis Of Microstructure Characteristics
119.	Study On Shear Mechanical Properties Of Pile And Sand Interface
120.	Study On Soil Consolidation Mechanism Of Herbaceous Roots Based On Root Morphology And Hierarchical Structure
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